Laserfiche WebLink
~ ` 1 J S o Mc h'1b i? r: A-~D t i-r vn./~K <br />. - <br />UJ~oming duel Com~oc~~ <br />-A~1~21yt~'~vl` I <br />III IIIIIIIIIIIII III <br />999 <br />tot Union Blvd. Suite 400 • P.O. Box 15596 ~ Lakewood, Colorado 80215 Telephone (303) 989-5037 <br />April 4, 1989 , i-' ~,.- . 4Y' 't.. L__ b~: <br />Mr. Tony Waldron ,,.-; __~ ,_r.`,ti <br />Reclamation S ecialist . r . . - - ~ '?! <br />Colorado Mined Land Reclamation Division <br />1313 Sherman Street <br />Denver, CO 80203 <br />RE: New Elk Mine Permit C-81-12 Notice of Violation C-89-004 <br />Dear Mr. Waldron, <br />Wyoming Fue] Company (WFC) was issued the above referenced Notice of Violation (NOV) on <br />February 22, 1989 for failure to maintain stable diversion channels on the side collection ditches of the <br />refuse disposal area (RDA). Steps 1 and 2 necessary to abate the violation were completed the same day <br />the NOV was issued. Step 3 of the NOV requires the submittal of an updated operations plan for the <br />RDA. The following information of this le[ter presents an operations plan detailing the side collection ditch <br />constrvction, maintenance and final configuration. This plan describes specifintions for the constrvction <br />phase and a final configuration phase. <br />REFUSE DISPOSAL AREA OPERATIONS PLAN <br />Tne approved RDA design and operations plan is provided on paces 2.05-24 through 2.05-35 and <br />>=rhibit 2U of thr. permit. The final design configuration is sound for slope stability, drainage and <br />reclamation, however, [here are some short term construction considerations that require additional <br />clarification. <br />Current embankment specifications are based on placing refuse in a head of hollow fill configuration <br />vrith outslope sections at 2H:1V and a maximum height of 50 feet per section. Each section is separated by <br />a bench of 20 feet. One long bench is proposed near the middle of the fmai configuration. <br />Two types of ditches occur in the RDA design: <br />Contour ditches -these ditches are placed uphill from the refuse area to divert undisturbed flow <br />from entering the refuse area. These ditches are "on contour" and do not require erosion protection. <br />?' Side collection ditches -the contour ditches discharge into side collection ditches as shown in Figure <br />1. These ditches transport the undisturbed and disturbed area flows down the steep portions adjacent <br />to the face of the embankment. <br />